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http://dx.doi.org/10.7843/kgs.2013.29.6.63

An Experimental Study on the Inclined Earth Retaining Structure in Clay  

Jeong, Dong-Uk (Dept. of Civil Engng., Pusan National Univ.)
Im, Jong-Chul (Dept. of Civil Engng., Pusan National Univ.)
Yoo, Jae-Won (Dept. of Civil Engng., Pusan National Univ.)
Seo, Min-Su (Dept. of Civil Engng., Pusan National Univ.)
Koo, Young-Mo (Dept. of Civil Engng., Pusan National Univ.)
Kim, Sung-Jin (Dept. of Civil Engng., Pusan National Univ.)
Publication Information
Journal of the Korean Geotechnical Society / v.29, no.6, 2013 , pp. 63-75 More about this Journal
Abstract
Inclined Earth Retaining Structure Method (IER Method), was developed in order to improve the mechanical properties of the existing earth retaining method. IER consists of two supports, which are front and back supports. In the IER method, back support is very effective for the reduction of the earth pressure acting on the front support. In this study, the effects of back support and fixing conditions of lower ends of supports are analysed by laboratory model tests in clay. The test results show that back support reduces the Leteral displacement of IER effectively, and according to the results the effect of interval and fixing condition of back support was analysed.
Keywords
Retaining wall; Inclined earth retaining structure method; Soft ground; Model test; Leteral wall displacement ratio;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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